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'''
Created on 11-May-2015
@author: deepa
'''
'''
Created on 11-May-2015
@author: deepa
'''
from ISection import ISection
import numpy
from OCC.Graphic3d import Graphic3d_NOT_2D_ALUMINUM
from weld import Weld
from plate import Plate
from bolt import Bolt
from nut import Nut
class ColFlangeBeamWeb(object):
def __init__(self,column,beam,weld,plate,boltRadius,nutRadius):
self.column = column
self.beam = beam
self.weld = weld
self.plate = plate
self.boltRadius = boltRadius
self.nutRadius = nutRadius
def create_3dmodel(self):
# ISection COLUMN
origin1 = numpy.array([0, 0, 0])
uDir1 = numpy.array([1.0, 0, 0])
wDir1 = numpy.array([0.0, 0, 1.0])
t = 8.9
weldThick = 8
self.column.place(origin1, uDir1, wDir1)
# ISection BEAM
uDir2 = numpy.array([0, 1.0, 0])
wDir2 = numpy.array([1.0, 0, 0.0])
d = t/2.0 + weldThick
origin2 = numpy.array([0, 0, 500]) + (d+7.55) * wDir2
#self.beam = ISection(B = 140, T = 16,D = 400,t = 8.9, R1 = 14, R2 = 7, alpha = 98,length = 500)
self.beam.place(origin2, uDir2, wDir2)
# WELD
plateThickness = 10
uDir3 = numpy.array([0, 1.0, 0])
wDir3 = numpy.array([1.0, 0, 0.0])
origin3 = (self.column.secOrigin +
self.column.t/2.0 * self.column.uDir +
self.column.length/2.0 * self.column.wDir +
self.beam.t/2.0 * (-self.beam.uDir)+
self.weld.W/2.0 * (-self.beam.uDir))
#origin3 = numpy.array([0, 0, 500]) + t/2.0 *wDir3 + plateThickness/2.0 * (-self.beam.uDir)
self.weld.place(origin3, uDir3, wDir3)
# PLATE
uDir4 = numpy.array([0, 1.0, 0])
wDir4 = numpy.array([1.0, 0, 0.0])
origin4 = self.weld.secOrigin + self.weld.T * self.weld.wDir
self.plate.place(origin4, uDir4, wDir4)
# BOLT BODY
bolt_T = 6.0
origin51 = (self.plate.secOrigin + (-
self.plate.T/2.0 - bolt_T) * self.plate.uDir +
self.plate.W/2.0 * self.plate.wDir)
uDir5 = self.plate.wDir
wDir5 = self.plate.uDir
## Bolt1
bolt1 = Bolt(R = self.boltRadius,T = bolt_T, H = 30.0, r = 4.0 )
bolt1.place(origin51, uDir5, wDir5)
## Bolt2
bolt2 = Bolt(R = self.boltRadius, T = bolt_T, H = 30.0, r = 4.0 )
origin52 = origin51 + 50 *self.plate.vDir
bolt2.place(origin52, uDir5, wDir5)
## Bolt3
bolt3 = Bolt(R = self.boltRadius,T = bolt_T, H = 30.0, r = 4.0 )
origin53 = origin51 - 50*self.plate.vDir
bolt3.place(origin53, uDir5, wDir5)
bolt_list =[bolt1,bolt2,bolt3]
#nutbody = Nut(R = 10.0,T = 10.0, H = 6.1, innerR1 = 6.0, outerR2 = 8.3)
# NUTBODY
## Nut1
nut1 = Nut(R = self.nutRadius,T = 10.0, H = 6.1, innerR1 = 6.0, outerR2 = 8.3)
uDir = uDir5
wDir = wDir5
nut_Origin1 = origin51 + (bolt1.T/2 * self.plate.uDir)+(self.plate.T *self.plate.uDir)+ (self.beam.T/2 * self.plate.uDir)
nut1.place(nut_Origin1, uDir, wDir)
## Nut2
nut2 = Nut(R = self.nutRadius,T = 10.0, H = 6.1, innerR1 = 6.0, outerR2 = 8.3)
nut_Origin2 = origin52 + (bolt1.T/2 * self.plate.uDir)+(self.plate.T *self.plate.uDir)+ (self.beam.T/2 * self.plate.uDir)
nut2.place(nut_Origin2, uDir, wDir)
## Nut3
nut3 =Nut(R = self.nutRadius, T = 10.0, H = 6.1, innerR1 = 6.0, outerR2 = 8.3)
nut_Origin3 = origin53 + (bolt1.T/2 * self.plate.uDir)+(self.plate.T *self.plate.uDir)+ (self.beam.T/2 * self.plate.uDir)
nut3.place(nut_Origin3, uDir5, wDir5)
nut_list = [nut1,nut2,nut3]
# Call for createModel
iSectionModel1 = self.column.createModel()
iSectionModel2 = self.beam.createModel()
weldModel = self.weld.createModel()
plateModel = self.plate.createModel()
boltModels = []
for bolt in bolt_list:
boltModels.append(bolt.createModel())
#color = Quantity_NOC_SADDLEBROWN,
nutModels = []
for nut in nut_list:
nutModels.append(nut.createModel())
memberList = [iSectionModel1,iSectionModel2,weldModel,plateModel,boltModels,nutModels]
return memberList
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